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Geotechnical and Geological Engineering

, Volume 31, Issue 2, pp 809–816 | Cite as

Laboratory Investigation of the Effects of Temperature on the Mechanical Properties of Sandstone

  • G. Wu
  • Y. Wang
  • G. Swift
  • J. Chen
Technical Note

Abstract

An experimental study has been carried out as part of a wider programme of research in order to examine some of the physico-mechanical properties of the Jiaozuo Sandstone after exposure to extremely high temperatures. The mechanical properties of the rock under examination are discussed before the results of the thermo-mechanical response of the sandstone are presented and analysed. The range of temperature to which the sandstone has been exposed is 20–1,200 °C. The physical properties considered include the shape, volume, mass and density changes and the velocity of longitudinal and transverse elastic waves through the samples, before and after exposure to high temperature. The mechanical properties considered include the stress–strain response, the uniaxial compressive strength, the modulus of elasticity and the Poisson’s ratio. The results are analysed and discussed and possible mechanisms for the observed thermo-mechanical response, are postulated.

Keywords

Rock testing Sandstone Mechanical properties Temperature 

Notes

Acknowledgments

The authors would like to acknowledge the support from the National natural science fund committee (NSFC) of China (Grant No. 40872180) for their financial support for the research documented herein.

References

  1. David C, Menéndez B, Darot M (1999) Influence of stress-induced and thermal cracking on physical properties and microstructure of La Peyratte granite. Int J Rock Mech Min Sciences 36(4):433–448CrossRefGoogle Scholar
  2. De Bresser JHP, Uraib JL, Olgaard DL (2005) Effect of water on the strength and microstructure of Carrara marble axially compressed at high temperature. J Struct Geol 27:265–281CrossRefGoogle Scholar
  3. Edmund JM, Paterson MS (1972) Volume changes during the deformation of rocks at high pressure. Int J Rock Mech 9:161–182CrossRefGoogle Scholar
  4. Griggs DT (1936) Deformation of rocks under high confining pressures. J Geol vol 44:541–577CrossRefGoogle Scholar
  5. Griggs DT, Turner FJ, Heard HC (1960) Deformation of rock at 500–800 °C. In: rock deformation (Geological Society of America Memoir 79). Geological Society of America, New York, pp 39–104Google Scholar
  6. Hajpal M (2002) Changes in sandstone of historical monuments exposed to fire or high temperature. Fire Technol 38(4):373–382CrossRefGoogle Scholar
  7. Hughes DS, Cross JH (1951) Elastic wave velocities in rocks at high pressures and temperatures. Geophysics 16(4):577–593CrossRefGoogle Scholar
  8. Jaeger JC, Cook NGW, Zimmerman RW (2007) Fundamentals of rock mechanics, 4th edn. Chapman & Hall, LondonGoogle Scholar
  9. Laloui L, Francois B, Nuth M, Peron H, Koliji A (2008) A thermo-hydro-mechanical stress-strain framework for modelling the performance of clay barriers in deep geological repositories for radioactive waste. In: Toll D et al (eds) Unsaturated soils: advances in geo-engineering. Taylor & Francis Group, London, pp 63–80Google Scholar
  10. Odedra A, Ohnaka M, Mochizuki H, Sammonds P (2001) Temperature and pore pressure effects on the shear strength of granite in the brittle-plastic transition regime. Geophys Res Lett 28(15). doi: 10.1029/2001GL013321
  11. Sosman RB (1965) The phases of silica. Rutgers University Press, New JerseyGoogle Scholar
  12. Wu Z, Qin B, Chen L (2005) Experimental study on mechanical character of sandstone of the upper stratum of coal bed under high temperature. Chin J Rock Mech 6 Eng 24(11):1863–1867Google Scholar
  13. Xie W, Gao F, Xie H (2005) An experimental study on rock thermal damage fracture under meso-size. Exp Mech 20(4):628–634Google Scholar
  14. Xu X, Liu Q (2000) A preliminary study of basic mechanical properties for granite at high temperature. Chin J Geotech Eng 22(3):332–335Google Scholar
  15. Yang G, Liu X, Huang X (2004) Ultrasonic non-destructive tests of stresses in rock under high temperatures. Key Eng Mater 274–276:883–888CrossRefGoogle Scholar
  16. Zhang Y, Zhang X, Zhao Y (2005) Process of sandstone thermal cracking. Chin J Geophys 48(3):656–659Google Scholar
  17. Zoldners NG (1971) Thermal properties of concrete under sustained elevated temperatures. Temperature and concrete SP25. American Concrete Institute, DetroitGoogle Scholar

Copyright information

© Springer Science+Business Media Dordrecht 2013

Authors and Affiliations

  1. 1.Chinese Underwater Technology InstituteShanghai Jiao Tong UniversityShanghaiPeople’s Republic of China
  2. 2.Civil Engineering Research CentreUniversity of SalfordSalfordUK
  3. 3.Department of Civil EngineeringShanghai Jiao Tong UniversityShanghaiPeople’s Republic of China

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